• 제목/요약/키워드: permeable

검색결과 1,045건 처리시간 0.034초

충격공진시험을 이용한 다양한 공극률을 가진 투수성 아스팔트 혼합물의 동탄성계수 변화 측정에 관한 연구 (Study for Dynamic Modulus Change Measurement of Permeable Asphalt Mixtures with Various Porosity using Non-Destructive Impact Wave)

  • 장병관;양성린;문성호
    • 한국도로학회논문집
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    • 제15권3호
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    • pp.65-74
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    • 2013
  • PURPOSES: This study is to evaluate the dynamic modulus changes of permeable asphalt mixtures by using non-destructive impact testing method and to compare the dynamic moduli of permeable asphalt mixtures through repeated freezing and thawing conditions. METHODS: For the study, non-destructive impact testing method is used in order to obtain dynamic modulus of asphalt specimen and to confirm the change of dynamic modulus before and after freezing and thawing conditions. RESULTS : This study has shown that the dynamic moduli of asphalt concrete specimens consisting of 10%, 15% and 20% porosity are reduced by 11.851%, 1.9564%, 24.593% after freezing and thawing cycles. CONCLUSIONS : Non-destructive impact testing method is very useful and has repeatability. Specimen with 15% porosity has high durability than others.

환경 친화형 투수성 폴리머 콘크리트의 특성 (Properties of ECO-permeable Polymer Concrete)

  • 박필우;윤준노;성찬용
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.149-152
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    • 2002
  • This study is performed to evaluate the properties of ECO-permeable polymer concrete with blast furnace slag powder and stone dust. The unit weight is in the range of $1,821kg/m^3{\sim}1,955kg/m^3$, the unit weights of those concrete are decreased $15%{\sim}20.8%$ than that of the normal cement concrete. The highest strength is achieved by ECO-permeable polymer concrete filled blast furnace slag powder 50% and stone dust 50%, it is increased 36% by compressive strength, 119% by tensile strength and 217% by bending strength than that of the normal cement concrete, respectively. The coefficient of permeability is in the range of $5.6{\times}10^{-2}cm/s{\sim}8.1{\times}10^{-2}cm/s$, and it is largely dependent upon the mix design.

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동전기정화 및 투수성반응 복합기술에 의한 오염지반의 복원 (Remediation of contaminated soil by the coupled technique of electrokinetic method and permeable reactive method)

  • 정하익;이명호
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.348-351
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    • 2006
  • This paper presents preliminary laboratory investigations on the electrokinetic (EK) remediation coupled with permeable reactive barrier (PRB) system. Atomizing slag was adopted as a PRB reactive material for remediation of groundwater contaminated with inorganic and/or organic substances. A series of laboratory experiments were performed with variable conditions such as (i) type of contaminant, (ii) applied electric field strength, (iii) processing time, and (iv) the application of PRB system. From the preliminary investigations, the coupled technology of EK with PRB system would be effective to remediate contaminated grounds without the extraction of pollutants from subsurface due to the reactions between the reactive materials and contaminants.

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전기슬래그 골재를 활용한 투수성 콘크리트의 기초적 성질에 대한 연구 (A Study on the Fundamental Properties of Permeable Concrete Using the Electric Arc Furnace Slag Aggregate)

  • 문한영;김성수;정호섭;안기용
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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    • pp.227-230
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    • 1998
  • The void ratio, continuous void ratio, coefficient of permeability, compressive strength and tensile strength were considered according to the EAF(Electric Arc Furnace) slag replacement and sand percentage in permeable concrete used with EAF slag as aggregate. The sand percentage was directly proportional to the permeable coefficient, but inversely proportional to the compressive strength. When the compressive strength and coefficient of permeability were 230 kg/$\textrm{cm}^2$ and 1$\times$$10^{-1}$ cm/sec, the useful sand percentage was 8%. When the EAF slag replacement was 25%, the coefficient of permeability was the most low and compressive strength was the most high.

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Behavior of Water Vapor Permeability on Layered System

  • Oh, Ae-Gyeong
    • 한국의류산업학회지
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    • 제11권2호
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    • pp.359-362
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    • 2009
  • This study investigates the behavior of water vapor permeability of a layered system to find out a comfortable combination of a layered system for outdoor activities and examines the water vapor permeability of various types of outdoor clothing fabrics. The layered system includes the base layer such as sportswool and polyester/cotton fabrics, the middle layer such as single and double sided fleece fabrics, and the shell layer such as polyurethane-coated, PTFE-laminated and microfiber fabrics in this experiment. Results show that the layered system was applied, it was working together as a whole having some influence on each other layer, though every layer offered varying degree of water vapor permeability. Water vapor permeability of layered system exactly followed the same trend as the shell layer, which is all vapor permeable water repellent fabrics as a single layer. The rate of water vapor transfer through a layered system is mainly related to the type of vapor permeable water repellent fabrics used for the shell layer.

사석방파제 투수층 두께에 따른 사면상의 수리특성에 관한 실험연구 (Experimental study for Hydraulic Characteristics as the Permeable underlayer width of Rubble Mound Structure)

  • 윤한삼;남인식;김종욱;류청로
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.160-165
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    • 2001
  • In this study, the effects on hydraulic characteristics are discussed as the permeable underlayer width of the rubble mound structure changes. A series of hydraulic experiments were performed and wave run-up, reflection and set-up were investigated. Results indicated that wave run-down was affected by the water out from the permeable underlayer during down-rush. As the width increased, relative wave run-up decreased.

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월파를 허용하는 투과성 방파제의 파랑변형에 관한 수치해석 (Numerical Analysis of Wave Transformation of Permeable Breakwater Permitting Wave Overtopping)

  • 김도삼;이광호
    • 한국해양공학회지
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    • 제16권2호
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    • pp.1-5
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    • 2002
  • In the past, ports have been mainly developed in natural harbors but nowadays ports are built wherever they can be economically justified. Therefore, construction of breakwater in area that establishment of structure is disadvantageous is risen according to the change of conditions to the location for ports. In case of building gravity breakwater in such point, need that plane shapes of more reasonable section permitting wave overtopping is necessary. One of the earliest methods for solving unsteady incompressible flow including free surfaces is the MAC(Marker And Cell) method by Harlow and Welch (1965). Recently. VOF(Volume Of Fluid) method to improve several drawbacks of MAC method is suggested by Hirt and Nichols(1981) and utilized extensively in fields of hydrodynamics. Wave overtopping phenomenon is simulated including wave breaking for permeable breakwater by numerical analysis and investigated features of wave overtopping behind structure using VOF method.

무시멘트 결합재를 사용한 콘크리트 보도블록의 특성 (Properties of Concrete Precast Pavers using Non-Cement Binders)

  • 이원규;조은석;이상수;송하영
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 추계 학술논문 발표대회
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    • pp.35-36
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    • 2018
  • Korea has many problems due to the asphalt pavement or impermeable pavement. Many methods are being implemented to improve water circulation. Among them, permeable packaging materials are used. However, existing permeable packaging materials have a problem of causing efflorescence and clogging the pores. The pores of the permeable packing material are clogged and the permeability is lost. This leads to economic problems and product problems. The purpose of this study was to develop a block to prevent efflorescence.

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경계 요소법에 의한 자기 박막 헤드의 자장 계산 (Computation of Magnetic Thin-Film Head Field with the Boundary Element Method)

  • 안창회;이수영;나정웅
    • 대한전자공학회논문지
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    • 제26권3호
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    • pp.50-57
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    • 1989
  • 경계요소법을 이용하여 자기 박막 헤드의 자장을 계산하고, 자화 물질이 헤드 아래에 존재할때 헤드의 자장에 미치는 영향을 연구하였다. 3가지의 서로 다른 자화율을 갖는 영역에 대해서 경제요소법이 잘 적용됨을 보였으며, 헤드 아래의 자화 물질이 자속의 경로를 감소시키며 헤드 공극 사이의 자장을 증가시킴을 보았다.

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Adaptive method for the purification of zinc and arsenic ions contaminated groundwater using in-situ permeable reactive barrier mixture

  • Njaramba, Lewis Kamande;Nzioka, Antony Mutua;Kim, Young-Ju
    • International Journal of Advanced Culture Technology
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    • 제8권2호
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    • pp.283-288
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    • 2020
  • This study investigated the purification process of groundwater contaminated with zinc and arsenic using a permeable reactive barrier with a zero-valent iron/pumice mixture. We determined the removal rates of the contaminants for 30 days. In this study, column reactor filled with the zero-valent iron/pumice reactive mixture was used. Experimental results showed that the mixture exhibited an almost complete removal of the zinc and arsenic ions. Arsenic was removed via co-precipitation and adsorption processes while zinc ions were asorbed in active sites.The purification process of water from the metal ionscontinued for 30 days with constant hydraulic conductivity because of the enhanced porosity of the pumice and interparticle distance between the zero-valent iron and pumice. Contaminants removal rates and the remediation mechanism for each reactive system are described in this paper.